CN204679240U - A kind of sand-taped instrument spud pile - Google Patents
A kind of sand-taped instrument spud pile Download PDFInfo
- Publication number
- CN204679240U CN204679240U CN201520248926.2U CN201520248926U CN204679240U CN 204679240 U CN204679240 U CN 204679240U CN 201520248926 U CN201520248926 U CN 201520248926U CN 204679240 U CN204679240 U CN 204679240U
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- steel pipe
- steel
- stationary pipes
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- upper flange
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Abstract
The utility model discloses a kind of sand-taped instrument spud pile, this spud pile comprises lower flange, stationary pipes, upper flange plate, steel-tube seat, steel pipe, steel pipe connecting female connector, steel pipe fixed cover, wire rope and drill rod etc.It is characterized in that: lower flange (1) is arranged on the lower end of stationary pipes (2), upper flange plate (3) is arranged on the upper end of stationary pipes (2); Upper flange plate (3) is welded with out the steel-tube seat (5) of screw thread, and screw thread is opened at steel pipe (6) two ends, and wherein one end is screwed in steel-tube seat (5); Steel pipe fixed cover (9) is arranged on the top of steel pipe (6), is connected with three drill rods be buried in the earth (13) by the wire rope (11) of the uniform band strainer (12) of three angles.The utility model, by the organic assembling of steel construction, significantly increases section modulus and the rigidity of structure of spud pile, improves the load-bearing capacity of pile foundation, shearing resistance, bending resistance, and the area that solves that the soil is porous well uses the restraining factors of dust storm instrument.
Description
Technical field
The utility model relates to soil drifting monitoring technical field, particularly spud pile, specifically belongs to a kind of spud pile of sand-taped instrument.
Background technology
Wind-sand activity is important geomorphological process, and eolian action is the main agent that arid biogeographic zone moulds landforms.Usually, loose sandy earth's surface is exposed, and particularly wind is frequent greatly, and the grains of sand of the various different-grain diameter in earth's surface are carried by wind, and multi-form and displacement that is different distance occurs.Sand-taped instrument is a kind of wind erosion proving installation, requisite instrument when being Mechanism of Wind Blow Sand Movement such as research soil drifting and sand dune movement etc., observation Structure of wind-Sand Flow feature.
In order to test wind-sand activity, sand-taped instrument needs to be arranged on field, and this just requires, and spud pile is simple and reasonable, carrying, easy disassembling are convenient, and foundation pit construction amount is little and meeting under shearing resistance, bending resistance condition, and the load-bearing capacity of spud pile does not reduce; Owing to needing to observe the stream of differentiated levels, just require that steel pipe can carry out increasing or reducing as the case may be, and steel pipe does not shake in high wind, does not affect observed result.The utility model, by the organic assembling of steel construction, well solves the problems referred to above.
Utility model content
The purpose of this utility model is to provide a kind of sand-taped instrument spud pile, and this spud pile can provide support to the reliably working of sand-taped instrument under field environment.
The purpose of this utility model is achieved through the following technical solutions:
A kind of sand-taped instrument spud pile, comprises lower flange, stationary pipes, upper flange plate, steel-tube seat, steel pipe, steel pipe connecting female connector; Lower flange is arranged on the lower end of stationary pipes, and upper flange plate is arranged on the upper end of stationary pipes; Upper flange plate is welded with out the steel-tube seat of screw thread, and screw thread is opened at steel pipe two ends, and wherein one end screws in steel-tube seat.
A kind of sand-taped instrument spud pile, comprising: lower flange, stationary pipes, upper flange plate, steel-tube seat, steel pipe, steel pipe connecting female connector, steel pipe fixed cover, wire rope, wire rope strainer, drill rod.Described lower flange is arranged on the lower end of stationary pipes, and upper flange plate is arranged on the upper end of stationary pipes; Upper flange plate is welded with out the steel-tube seat of screw thread, and screw thread is opened at steel pipe two ends, and wherein one end is screwed in steel-tube seat; Steel pipe fixed cover is arranged on the top of steel pipe, is connected with three drill rods be buried in the earth by the wire rope of the uniform band strainer of three angles.
As optimization, the two ends of described stationary pipes outside surface have screw thread, and lower flange and upper flange plate inside circumference have screw thread, and uniform 2 symmetrical screw holes, conveniently screw rod is installed, lower flange is tightened against the lower end of stationary pipes, upper flange plate is tightened against the upper end of stationary pipes.
As optimization, the radius of the radius ratio stationary pipes of described lower flange and upper flange plate is much bigger, and object strengthens fixing, and prevents from rolling; Meanwhile, upper flange plate radius is greater than lower flange radius, is more conducive to stablizing.
As optimization, described steel-tube seat is welded on upper flange plate, and endoporus is threaded hole; Screw thread is opened at steel pipe two ends, and one end screws in steel-tube seat, and the other end is equipped with steel pipe fixed cover.
As optimization, described steel pipe can be more piece, is connected by fastener for connection cover, and the endoporus of steel pipe connecting female connector has screw thread, for connecting upper and lower two steel pipes, loosening, being screwed steel pipe connecting female connector and steel pipe to prevent from rotating.
As optimization, described steel pipe fixed cover circumferentially has into three bolts hole of 120 degree of angles, and annular bolt is arranged on steel pipe fixed cover, and one end of wire rope connects annular bolt, the other end is fastened on the wire rope strainer on drill rod, by wire rope strainer tensioning wire rope.
Advantage of the present utility model and beneficial effect:
The utility model is by the organic assembling of steel construction, significantly increase section modulus and the rigidity of structure of spud pile, improve the load-bearing capacity of pile foundation, shearing resistance, bending resistance, reduce the horizontal shift value of pile foundation, the area that solves that the soil is porous well uses the restraining factors of dust storm instrument.The utility model structure is simple, by arranging upper lower flange, foundation ditch is shoaled, and excavation easily, saves expense and man-hour.
Accompanying drawing explanation
Fig. 1 is the utility model sand-taped instrument spud pile cross-sectional view.
Fig. 2 is the utility model sand-taped instrument spud pile partial structurtes enlarged drawings.
Embodiment
Below in conjunction with accompanying drawing, the utility model is described in further detail; but can not be interpreted as it is restriction to the utility model protection domain; those skilled in the art to nonessential improvement and adjustment more of the present utility model, still belong to protection domain of the present utility model according to the utility model content.
A kind of sand-taped instrument spud pile as depicted in figs. 1 and 2, comprise lower flange 1, stationary pipes 2, upper flange plate 3, screw rod 4, steel-tube seat 5, steel pipe 6, steel pipe connecting female connector 7, screw 8, steel pipe fixed cover 9, annular bolt 10, wire rope 11, wire rope strainer 12, drill rod 13.
The two ends of stationary pipes 2 outside surface have screw thread, and lower flange 1 inside circumference has screw thread, and uniform 2 symmetrical screw holes, conveniently install screw rod 4, and lower flange 1 is tightened against stationary pipes 2 lower end.Dig a degree of depth and be greater than stationary pipes 2, diameter is greater than the hole of lower flange 1 size, and lower flange 1 is vertically put into hole together with stationary pipes 2, and fill compaction, while correct with level meter, ensures perpendicular to the ground.When fill compaction is to stationary pipes 2 threaded upper ends place, with screw rod 4, upper flange plate 3 is tightened against stationary pipes 2 upper end.As conditions permit, can at upper flange plate 3 edge ballast.The radius ratio stationary pipes 2 of lower flange 1 and upper flange plate 3 is much bigger, strengthens fixing, prevents from rolling; Meanwhile, upper flange plate 3 radius is greater than lower flange 1 radius, is more conducive to stablizing.
Steel-tube seat 5 is welded on upper flange plate 3 in advance, and endoporus is threaded hole; Screw thread is opened at steel pipe 6 two ends, and one end screws in steel-tube seat 5, and the other end is equipped with steel pipe fixed cover 9.Steel pipe fixed cover 9 circumferentially has into three bolts hole of 120 degree of angles, and annular bolt 10 is arranged on steel pipe fixed cover 9, plays the effect of fixing steel pipe fixed cover 9.One end of wire rope 11 connects annular bolt 10, and the other end is fastened on the wire rope strainer 12 on drill rod 13, by wire rope strainer 12 tensioning wire rope 11.
Steel pipe 6 can be more piece, is connected by steel pipe connecting female connector 7, and the endoporus of steel pipe connecting female connector 7 has screw thread, for connecting upper and lower two steel pipes, loosening, fixing steel pipe connecting female connector 7 and steel pipe 6 with screw 8 to prevent from rotating.
Claims (5)
1. a sand-taped instrument spud pile, it is characterized in that, comprise lower flange (1), stationary pipes (2), upper flange plate (3), steel-tube seat (5), steel pipe (6), steel pipe connecting female connector (7); Lower flange (1) is arranged on the lower end of stationary pipes (2), and upper flange plate (3) is arranged on the upper end of stationary pipes (2); Upper flange plate (3) is welded with out the steel-tube seat (5) of screw thread, and screw thread is opened at steel pipe (6) two ends, and wherein one end screws in steel-tube seat (5).
2. a sand-taped instrument spud pile, it is characterized in that, comprise lower flange (1), stationary pipes (2), upper flange plate (3), steel-tube seat (5), steel pipe (6), steel pipe connecting female connector (7), steel pipe fixed cover (9), wire rope (11), wire rope strainer (12), drill rod (13); Lower flange (1) is arranged on the lower end of stationary pipes (2), and upper flange plate (3) is arranged on the upper end of stationary pipes (2); Upper flange plate (3) is welded with out the steel-tube seat (5) of screw thread, and screw thread is opened at steel pipe (6) two ends, and wherein one end screws in steel-tube seat (5); Steel pipe fixed cover (9) is arranged on the top of steel pipe (6), is connected with three drill rods be buried in the earth (13) by the wire rope (11) of the uniform band strainer (12) of three angles.
3. a kind of sand-taped instrument spud pile as claimed in claim 1 or 2, it is characterized in that the two ends of described stationary pipes (2) outside surface have screw thread, lower flange (1) and upper flange plate (3) inside circumference have screw thread, and uniform 2 symmetrical screw holes, lower flange (1) is tightened against stationary pipes (2) lower end, and upper flange plate (3) is tightened against the upper end of stationary pipes (2).
4. a kind of sand-taped instrument spud pile as claimed in claim 1 or 2, it is characterized in that the radius of described lower flange (1) is greater than the radius of stationary pipes (2), upper flange plate (3) radius is greater than lower flange (1) radius.
5. a kind of sand-taped instrument spud pile as claimed in claim 1 or 2, it is characterized in that described steel pipe (6) is more piece, connected by steel pipe connecting female connector (7), steel pipe connecting female connector (7) and steel pipe (6) screw (8) are fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520248926.2U CN204679240U (en) | 2015-04-22 | 2015-04-22 | A kind of sand-taped instrument spud pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520248926.2U CN204679240U (en) | 2015-04-22 | 2015-04-22 | A kind of sand-taped instrument spud pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204679240U true CN204679240U (en) | 2015-09-30 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520248926.2U Expired - Fee Related CN204679240U (en) | 2015-04-22 | 2015-04-22 | A kind of sand-taped instrument spud pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204679240U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107966329A (en) * | 2018-01-05 | 2018-04-27 | 北京交通大学 | A kind of rotatable sand-taped instrument of more gradient spins |
| CN109507099A (en) * | 2018-11-27 | 2019-03-22 | 中国科学院东北地理与农业生态研究所 | Farmland in Black Soil Area soil wind erosion measuring device and its application method |
| CN110044571A (en) * | 2019-05-07 | 2019-07-23 | 新疆铁道勘察设计院有限公司 | A kind of field stream observation method |
-
2015
- 2015-04-22 CN CN201520248926.2U patent/CN204679240U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107966329A (en) * | 2018-01-05 | 2018-04-27 | 北京交通大学 | A kind of rotatable sand-taped instrument of more gradient spins |
| CN109507099A (en) * | 2018-11-27 | 2019-03-22 | 中国科学院东北地理与农业生态研究所 | Farmland in Black Soil Area soil wind erosion measuring device and its application method |
| CN110044571A (en) * | 2019-05-07 | 2019-07-23 | 新疆铁道勘察设计院有限公司 | A kind of field stream observation method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150930 Termination date: 20200422 |